01-0193_2-003 i,
No REVISION DATE
' 150. 93'
S 00- 00 2" E 3 �,� FLOOD LEGEND
Residential Addition
i
ADDRESS 7400 SW 68th Ave. — MIAMI, FL
LOTS: 2 BLOCK: 1 PLAT BOOK:59 PAGE: 39
HIGHEST CROWN OF ROAD ELEV. 12.20' NGVD.
HIGHEST CROWN OF ROAD ELEVEVATION WAS TAKEN FROM THE ATTACHED
Y: JUAN J. BONFILL PLS LIC 3179
34 CERTIFIED SURVEY PREPARED B #
LOWEST FLOOR GARAGE/STORAGE ADJACENT/GRADE SWALE AREA
- _ L, ELEVATION FLOOR ELEV. ELEVATION ELEVATION
NEW POOL PROPOSED 15.20' N.G.V.D. N/A 13.3' N.G.V.D. N/A
v NOT PART OF TH15 PERMIT
¢ EXISTING 15.20' N.G.V.D. 13.3' N.G.V.D.
EXISTG
" - - ALL ELECTRICAL MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE
�.�
_ - UTILIT)' THE BASE FLOOD ELEVATION (B.F.E.)
E PROVIDED WITH A MINIMUN OF TWO 2
34, ALL AREAS BELOW B.F.E. SHALL B ( )
OPENINGS HAVING A TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF
AS P HAL T OPENING
- G FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING.
e
DRI VEWA`r' THE BOTTOM OF THE OPENING WILL BE NO HIGHER THAN ONE (1) FOOT ABOVE - -
-------------------------- ------ GRADE AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED AREA. OPENINGS
i WILL BE EQUIPPED WITH SCREENS OR LOUVRES, FLOOD RESISTANT MATERIALS
00 7 LO WILL BE USED BELOW B.F.E.
(o2'-4" N
ALTERNATIVELY, SEE A CERTIFICATION BY — P.E.
11 d-
NEW OOM O U � •48'-2" � --------------------
FLORIDA R ON THE PLAN NOTES INDICATING THAT THE DESIGN WILL ALLOW THE AUTOMATIC �D
I
/AREA 56m s:.�a N�.YD. EQUALIATION OF HIDROSTATIC FLOOD FORCES ON EXTERIOR WALLS.
THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF
ADJACENT PROPERTIES. WHERE NECESSARY INTERCEPTOR SWALES WILL BE
A CONSTRUCTED ON—SITE WITH NO ENCROCHMENT OVER ADJACENT PROPERTIES. II II
2.4'-1"
.. 0'-0" = 15.20' N.G.V.D.
N
O
� O If
d-
�'
00
00 CO -
ONE STORE' 00
EXI5TING ZONING LEGEND
(� C.B.S. RES. z
No 1400 SINGLE FAMILY RESIDENCE
-
F.F.E. - 15.20'AREA = 4,420 S.F.
_ ZONING: R5-2
LOT 51ZE 21,-106.1r5 S.F.
5ET5,4CK5 REQUIRED i=ROVIDED
FRONT 35' 011 44' 1 N
23 —11
51DE5 101011 10, 111,
gym'-11° REAR 251 011 391 911
' I
BUILDING HEIGHT (two stories) 25' 00"
I
r------------1-------------
I LOT COVERAGE % 4,420 S.F.
EXISTING 4,420 S.F. + ADDITON 953 S.F. = 5,3-13 S.F. (24.665,' )
I EXISTING j MAX. IMPER OU5 COVEfRAGE .40%
1,200 I W/75 GAL SEPTIC IELD TANK:
I W/750 S.F. DRAINFIELD I
; -L ; i LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND
DISCHARGE OR STORM WATER ONTO ADJACENT PROPERTY.
- = i L_ _J i APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL
' INSPECTION.
BRICK DRIVEWAY
,1
C l i
Ua
JY�'
i
t �
•a
EMlta
PROFESSIONAL CIVIL ENGINES
CERTIFICATE 48352
S 00- 01 ' 06 " E R/UJ. 15 0. 9 3' W TM 9530 SW 29 STREET
MIAMI, FLORIDA
10' PARKWAY PROJECT N0. I CADD FILE
CLARISA-SP1
l
II DATE LAST ENTRY
I
DRAWN by by
N
12' PAVEMENT NR
DATE ASSIGNED
NOV '00
SCALE
S . W. 68TH AVENUE 1�4" _ 1 '_
III DRAWING NUMBER
I